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primary topic: STABILISASI TANAH MENGGUNAKAN BAHAN TAMBAH ABU SEKAM PADI SERTA PENGARUHNYA TERHADAP NILAI KUAT TEKAN BEBAS

STABILISASI TANAH MENGGUNAKAN BAHAN TAMBAH ABU SEKAM PADI SERTA PENGARUHNYA TERHADAP NILAI KUAT TEKAN BEBAS
type: Thesis
type: Article
abstract: Soil is one of the main materials in construction work which has an important role as a supporting medium for structural loads. This study aims to determine the effect of rice husk ash (RHA) addition on the improvement of unconfined compressive strength (UCS) of organic clay soil obtained from Cipanas District, Lebak Regency. The RHA variations used were 0%, 5%, 10%, and 15% of the dry soil weight. Laboratory tests conducted included physical properties, Standard Proctor compaction, and UCS based on relevant Indonesian National Standards (SNI). The results showed that the addition of RHA decreased the specific gravity and maximum dry density, while increasing the optimum moisture content due to the porous and high water absorption characteristics of RHA. The UCS value increased from 0.3263 kg/cm² (0%) to an optimum value of 0.7613 kg/cm² at 15%, with an overall improvement of 133.3%. Hence, RHA is effective as a stabilizing agent for organic clay soil, particularly in applications requiring improved soil load-bearing capacity.
date: 2025-12-22
status: published
creator: MUHAMAD MAULANA SAFIQ
author list: authors
THS: RAMA INDERA KUSUMA
THS: ENDEN MINA
type: EPrint
type: ThesisEPrint
is part of: repository
has document: STABILISASI TANAH MENGGUNAKAN BAHAN TAMBAH ABU SEKAM PADI SERTA PENGARUHNYA TERHADAP NILAI KUAT TEKAN BEBAS (Text)
subject: T Technology (General)
subject: TA Engineering (General). Civil engineering (General)
subject: TH Building construction

STABILISASI TANAH MENGGUNAKAN BAHAN TAMBAH ABU SEKAM PADI SERTA PENGARUHNYA TERHADAP NILAI KUAT TEKAN BEBAS (Text)
type: Document

STABILISASI TANAH MENGGUNAKAN BAHAN TAMBAH ABU SEKAM PADI SERTA PENGARUHNYA TERHADAP NILAI KUAT TEKAN BEBAS (Text)
type: Document

STABILISASI TANAH MENGGUNAKAN BAHAN TAMBAH ABU SEKAM PADI SERTA PENGARUHNYA TERHADAP NILAI KUAT TEKAN BEBAS (Text)
type: Document

STABILISASI TANAH MENGGUNAKAN BAHAN TAMBAH ABU SEKAM PADI SERTA PENGARUHNYA TERHADAP NILAI KUAT TEKAN BEBAS (Text)
type: Document

STABILISASI TANAH MENGGUNAKAN BAHAN TAMBAH ABU SEKAM PADI SERTA PENGARUHNYA TERHADAP NILAI KUAT TEKAN BEBAS (Text)
type: Document

STABILISASI TANAH MENGGUNAKAN BAHAN TAMBAH ABU SEKAM PADI SERTA PENGARUHNYA TERHADAP NILAI KUAT TEKAN BEBAS (Text)
type: Document

STABILISASI TANAH MENGGUNAKAN BAHAN TAMBAH ABU SEKAM PADI SERTA PENGARUHNYA TERHADAP NILAI KUAT TEKAN BEBAS (Text)
type: Document

STABILISASI TANAH MENGGUNAKAN BAHAN TAMBAH ABU SEKAM PADI SERTA PENGARUHNYA TERHADAP NILAI KUAT TEKAN BEBAS (Text)
type: Document

STABILISASI TANAH MENGGUNAKAN BAHAN TAMBAH ABU SEKAM PADI SERTA PENGARUHNYA TERHADAP NILAI KUAT TEKAN BEBAS (Text)
type: Document

STABILISASI TANAH MENGGUNAKAN BAHAN TAMBAH ABU SEKAM PADI SERTA PENGARUHNYA TERHADAP NILAI KUAT TEKAN BEBAS (Text)
type: Document

Fakultas Teknik Universitas Sultan Ageng Tirtayasa
type: Organization

Teknik Sipil, Fakultas Teknik Universitas Sultan Ageng Tirtayasa
type: Organization

RAMA INDERA KUSUMA
type: Person
given name: RAMA INDERA
family name: KUSUMA

MUHAMAD MAULANA SAFIQ
type: Person
given name: MUHAMAD MAULANA
family name: SAFIQ

ENDEN MINA
type: Person
given name: ENDEN
family name: MINA

UNIVERSITAS SULTAN AGENG TIRTAYASA
type: Organization

FAKULTAS TEKNIK
type: Organization

JURUSAN TEKNIK SIPIL
type: Organization

HTML Summary of #59701 STABILISASI TANAH MENGGUNAKAN BAHAN TAMBAH ABU SEKAM PADI SERTA PENGARUHNYA TERHADAP NILAI KUAT TEKAN BEBAS
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primary topic: STABILISASI TANAH MENGGUNAKAN BAHAN TAMBAH ABU SEKAM PADI SERTA PENGARUHNYA TERHADAP NILAI KUAT TEKAN BEBAS

T Technology (General)
type: Concept

TA Engineering (General). Civil engineering (General)
type: Concept

TH Building construction
type: Concept